4.2mSCHAINA CHINGE)GATEc.g.26001mThe 1 meter diameter gate shown weighs 450N and is hinged at "A" and can be opened by force "T" thru the chain weighing 60N.The center of gravity of the valve 4.2m below the water surface and the dam is inclined by 600 from the horizontal. Determine theforce "T" required to open the gate. (Notes: Hydrostatic force "F" is always perpendicular to the plane surface)(A) 30.56 KNB No answer among the choices33.49 KND) 39.67 KN(E) 36.24 KN

Using formula for center of pressure

Answered: 4.2m SCHAIN A CHINGE) GATE 2600 1m

Engineering

Civil Engineering

4.2m SCHAIN A CHINGE) GATE 2600 1m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 4-2. What is the angle included between the two lines? Ans. a. 76° 21' 16" b. 103° 38' 44" c. 76°…

Q: Missing data Length Bearing АВ 102.84 N 54d 47m E BC ? S 44d 46m E CD 77.25 S 54d 21m W

Q: R-M Q1: Compute:- a) vertical distance AB. b) ABC area. M=R-cosR staff in A staff in B 6ố số AB…

Q: V SOLVE FOR 900N ↓ imt in I [600 p/mn 2017 * m₂ : ~ 1200 p/m

A: Given data:

Q: 2)Given the following set of stadia level notes. FORESIGHT VERTICAL BACKSIGHT STA STADIA VERTICAL…

A: The formula to calculate the height of instrument : at station A:Height of…

Q: 17+55m Eld

A: From above given problem: 1)Types of traverse based on shape: a) open traverse b) closed…

Q: A Find AA, B s' B für 3 Q Search ܣܐ 2K/₁ f Find AB, Oc Con side B-C), 8 (unside C-D). pla 4K $31…

A: To calculate support reactionsThe moment at right support = 0

Q: In the accompanying sketch, A, B, and C are three known control stations and P is the position of…

A: To Determine 1. Angle ACP in deg-min-sec 2. Length AP in meters 3. Length of BP in meters 4. Length…

Q: Station BM3 0+00 1+00 2+00 3+00 TP1 4+50 5+50 6+00 6+70 BM4 BS 2.3 --- --- --- 2.45 --- --- ——— ---…

A: gievn : ELEVATION OF BM1 = 305.3 B.S AT BM1 =2.3 CHANGE POINT =TP1 B.S AT TP1 =2.45 F.S AT TP1…

Q: The following consecutive reading were taken with a level and 4m leveling staff ground at common…

A: Common interval = 30 mElevation of point A = 220.50 mTo calc:1) Reduced levels of points given2)…

Q: Compute the DPD of each lines (AB, BC, CD, DE, EF, FA)

Q: bridge located 145 m beyond station 14+00 should be A. 01+45 B. 15+45 C. 145+35 D. None of the…

Q: Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60 S7-59E DE 753.40 S80-00W EA…

A: Given:-

Q: Truss 2KN and 60 degrees

Q: Compute the departure for the following line: S 13°-28'-50" W 118.97' O-115.6923 O-42.8872 O-27.7337…

A: Given :- Length, L = 118.97 ft Bearing, θ = S 13°28'50'' W To Determine :- Departure of the given…

Q: 6) B 11.7 с 7 Ө A

Q: Which of the following is the cylindrical coordinates of (-1,-V3,2)? O a (4, 똥, 2) O b. (2, -,-2)…

A: A polar coordinate system is a way of calculating points in a system area with the correct…

Q: P D le E Loading status in figure q = 4 kN/m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m.…

A: To find normal force at E

Q: Find the position of NA if 250*350 mm Ast is 1200 mm sq FE250. M25

A: This problem is related to RCC , Design concrete structure. In this Question given about Width and…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1. Given: LINES BEARINGS DISTANCES (m)…

Q: Thefollowing perpendicular offsets were taken from a chain line to a barbed wire fenceChainage…

A: Given data the above offset and the distance between the offsets we have to find the area by…

Q: 2. Compute the area of the whole lot. Lines Lat Dep DMD Double Area AB -310.95 469.84 BC 112.87…

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0+ 00 3.0 + 10 2.3 TP1 3.13 0.64 0 + 22 + 30.5 + 34. 2 + 39.3…

Q: Adj. Lat. 490.71 m. Adj. Dep. Course AB 47.27 BC 587.12 608.89 D CD -327.41 786.78 DE -1002.76…

A: solution we known that sum of the latitudes of the closed traverse = 0 and sum of the departures…

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0 + 00 + 10 3.0 2.3 TP1 3.13 0.64 0 + 22 2.7

A: The elevation is generally the vertical distance from a datum that is the sea level, to a point on…

Q: Gven: PROBUEM 2. ド: 500 6: 36ON Find: mc MA MB. MF mo ME F 2m

Q: Corners Adj. Lat Adj. Dep АВ 80.20 -40.10 ВС -40.13 -36.82 CD 70.18 50.40 DE -30.14 30.36 EF 60.16…

Q: of

Q: How was the sum of angles received? How was the closure error calculated?

A: Given: 3 angles of a triangle Required: Calculate sum of measured angle and also find closure error…

Q: Corners Bearing N28D16'W Distance 1-2 55m 2-3 79D21'E 30m 3-4 S63D26'E 60m 4-1 S69D34'W 63m…

Q: Find the horizontal length

Q: From the given data of a closed traversed, Line Bearing Distance AB S. 8deg. 51' W. 126.90m. BC…

Q: A constant head orifice from a tank feeds water into a flume (open channel) 5m in length and 500 mm…

Q: 13. Given the following data from a balanced traverse, find the area of the traverse by DMD method.…

Q: Given the corrected latitudes and departures of a closed traverse, Compute the DMD of line 3 - 4.…

A: Answer (a) Calculation of DMD of line 3-4 We know that Double Meridian Distance(DMD) of first…

Q: - Given the table shown below, calculate the bearing of line DE. Distance (m) 668.15 670.32 610.68…

Q: Detarnine the vertical sport B of the coupond (GERBER) becn. Assıune there sapin at C.(Aisrolle the…

Q: 2. Complete the mising data. UNE DISTANCE (meter). BEARING 1-2 123 4450 140.2336 146.3536 1648688…

Q: Determine degree of external indeterminacy

A: Given data : Number of external support reaction (R)=3+3+3=9

Q: d=0:02 m 7m Lelom Uzo-2% find 7

Q: Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767

A: 1. For the first pair, 51 = 3 x 17 357 = 3 x 7 x 17 2. For the second pair, 11571 = 3 x 7 x 19 x 29…

Q: FIND CENTROID (C.4.) FIND Ix WIZX40 A-1して in Ix307m W12X40 WT 6X20 A- 5.84 エ14.イm ye1.09 im. WIZX40…

Q: 2) A trapezoidal channel lined with grass (n = 0.027) has a bottom width of 4.25 feet, side slopes…

A: Given data: B=4.25 fty=2.35 ftS=1.1100n=0.027Side slope 2:1 The discharge can be determined using…

Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

100%

4.2m
SCHAIN
A CHINGE)
GATE
c.g.
2600
1m
The 1 meter diameter gate shown weighs 450N and is hinged at "A" and can be opened by force "T" thru the chain weighing 60N.
The center of gravity of the valve 4.2m below the water surface and the dam is inclined by 600 from the horizontal. Determine the
force "T" required to open the gate. (Notes: Hydrostatic force "F" is always perpendicular to the plane surface)
(A) 30.56 KN
B No answer among the choices
33.49 KN
D) 39.67 KN
(E) 36.24 KN

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

1161 Träbalk F Stålvajer
2. Complete the mising dota. UNE DISTANCE (meter) BEARING 1-2 123.4450 140.2336 146.3536 164.86 $73.45E N 18.19E $7421E S 19.71 W S81.90 W N 52.88 W 2-3 3-4 4-5 5-6 6-7 194.7219 7-1 96.3024
Solve for Area using DMD. Tabulate results
Construct the top view of triangle ABC
GIYEN HE FF CHOSS SFCTION NOTES OF XH EXPHWOPKS oN * POLLIH6 TFP BX)W . STX. 5t000 + 1o STX. 5+020 +3' + 1.5 DE DL JTA PASE /WIDTH o4 THE pexD arm d0 SIDE SLOPE 2,5:1 ") Con pute tHz- voLumE of HE tw d STATIONS BY END-X METHO D AL OTI2OM.3 QU Com PU TE Te YOL uME of pismoIDxi c) PMs molexL coppECTION ot CU
How can you derive this to get the answer?
Choices for member BC 6,105.37kN(T) 6,105.37kN(C) 6,005.37kN(T) 6,005.37kN(C) Member BD choices 10,501.61kN(T) 10,501.61kN(C) 10,401.61kN(T) 10,401.61kN(C) Member AB choices 13,010.74kN(C) 13,010.74kN(T) 12,010.74kN(C) 12,010.74kN(T)
Given the following data from a balanced traverse, find the area of the traverse by DPD method.
023N 1.Im Find wayk dore.
If an engineer's transit was set-up at TP with HI=1.60m, sta.F was sighted with RR=2.00m. What would be its stadia intercept?
0:£) B s, Mt B Traverse.. X o I onder 1o determine a tunnel between staton A and B where the vision was obstrucied between them, a traverse was slected o link between these stations, The field measurements of the raverseas in the table blow: - Line Length(m) | Azimuth DA 500 2000 be 00 oo ) 0o [oor AB ? ? Tength and the bearing of the tunnel (AB) and the angle BAD for stting it out